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BASIS OF BEARING: SURVEY BY JAMES L. BUTLER DATED 5-3-04 0 30 60 SCALE: 1 "=30' w z r 0 o w o 01 Z m O I I=-O>� - wrYw� �wU Q cy z Q �o� wP9 _j a w t� Q z C� L� SURVEY BEARINGS ARE BASED ON SURVEY BY JAMES L BUTLER DATED MAY 03, 2004. THE BEARINGS SHOWN ON THIS PLAT ARE ASSUMED AND ARE TO BE USED TO DEFINE THE GENERAL DIRECTION AND TRUE ANGLES AT INTERSECTION OF PROPERTY AND LAND LINES. TRACT IS SUBJECT TO EASMENTS, RESTRICTIVE CONVENANTS, SUBDIVISION RESTRICTIONS, AND PLANNING AND ZONING REGULATIONS OF RECORD, IF ANY, AND IS SUBJECT TO SUCH FACTS AS AN ACCURATE AND CURRENT TITLE SEARCH MAY DISCLOSE. NO STATEMENT IS MADE AS TO THE EXISTENCE OR LOCATION, EXCEPT WHERE SHOWN OF ANY PROPERTY CORNER MONUMENTS. NO STATEMENT IS MADE CONCERNING SUBSURFACE CONDITIONS. NO STATEMENT IS MADE AS TO FLOODZONE LOCATIONS. CONTRACTOR IS RESPONSIBLE FOR VERIFING ALL MEASUREMENTS PRIOR TO BEGINNING CONSTRUCTION. (IF APPLICABLE) SURVEY VALID ONLY IF PRINT HAS ORIGINAL SEAL AND ` SIGNATURE OF SURVEYOR IN RED PRESENT ON IT. UTILITIES NOT FIELD VERIFIED. NO OTHER STATEMENT IS MADE AS TO UTILITY EXISTENCE OR LOCATION. I CERTIFY THAT THE ABOVE DESCRIBED PROPERTY HAS BEEN SURVEYED, CORNER MONUMENTS HAVE BEEN ESTABLISHED IN ACCORDANCE WITH EXISTING MONUMENTATION IN THE AREA AND IMPROVEMENTS IF ANY ARE AS SHOWN HEREON. DECLARATION IS MADE TO ORIGINAL PURCHASER OF THE SURVEY. IT IS NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. © COPYRIGHT 2011 ARKANSAS SURVEYING AND CONSULTING, INC. ALL RIGHT RESERVED. THIS DOCUMENT CANNOT BE REPRODUCED WITHOUT THE WRITTEN AUTHORIZATION OF ARKANSAS SURVEYING AND CONSULTING, INC. FOUND 1/2" REBAR AND 1" PIPE 25,4' EAST AND 1' SOUTH OF CORNER SET 112' REBAR P.❑,B, TRACT 2 'z-1L-`Z-Z `` "" - 25' INGRESS, EGRESS-' r AND UTILITY EASEMENT - PART OF ® _ �. NWI/4-NWI/4 1 STORY FRAME �` o a 0.62 ACRESIDENCE 12203 HILAR❑ w MORE OR LESSSPRINGS ROAD L=J rl _� —. °° co 1 J9/1 Z GR°AVEL - I /,�/ 180.00' FOUND 3/8' REBAR AND 1' PIPE 22,6' EAST AND 0.8' SOUTH OF COMPUTED CORNER CERTIFICATE OF FLOOD NOTE: BY GRAPHIC PLOTTING ONLY, THIS PROPERTY IS IN ZONE "X" OF THE FLOOD INSURANCE RATE MAP, COMMUNITY PANEL NO. 050179 0414 D WHICH IS NOT IN A SPECIAL FLOOD HAZARD AREA. NO FIELD SURVEYING WAS PERFORMED TO DETERMINE THIS ZONE AND AN ELEVATION CERTIFICATE MAY BE NEEDED TO VERIFY THIS DETERMINATION OR APPLY FOR A VARIANCE FROM THE FEDERAL EMERGENCY MANAGEMENT AGENCY. CERTIFICATE OF RECORDING THIS DOCUMENT, NUMBER _ RECORD , 2011 PAGE FILED FOR IN PLAT BOOK CERTIFICATE OF SURVEYING ACCURACY I, MARION SCOTT FOSTER, HEREBY CERTIFY THAT THIS PLAT CORRECTLY REPRESENTS A BOUNDARY SURVEY MADE OR VERIFIED BY ME, ALL MONUMENTS REQUIRED ACTUALLY EXIST AND ARE CORRECTLY SHOWN HEREON AND THAT ALL SURVEYING REQUIREMENTS OF THE CITY OF LITTLE ROCK SUBDIVISION RULES AND REGULATIONS HAVE BEEN COMPLIED WITH. DATE OF EXECUTION M. SCOT T FOSTER REGISTERED LAND SURVEYOR N0. 1467, ARKANSAS CERTIFICATE OF OWNER ii_, 1— U�,c3�:�.'-D:=V, ESTATE SHOWN AND DESCRIBED HEREIN, DO HEREBY CERTIFY THAT WE HAVE LAID OFF, PLATTED, AND SUBDIVIDED, AND DO HEREBY LAY OFF, PLAT, AND SUBDIVIDE SAID REAL ESTATE IN ACCORDANCE WITH THIS PLAT. DATE OF EXECUTION VERONICA L. DOCKERY 12203 HILARO SPRINGS ROAD LITTLE ROCK,AR 72206. INSTRUMENT NO. G GRA UFACTURED HOME of Aur�p��2�a r� ARKANSAS "p U SURVEYING AND CONSULTING INC. N0. 1462 GISTS �'./' STATE OF'� DYAAie`y'4S NO. 1467 �u 0 _*1 SSGMTi E �r4 tit cSl� wrr �R s SUBDIVIDER: VERONICA L. DOCKERY 12203 HILARO SPRINGS ROAD LITTLE ROCK,AR 72206. N86051'01" E 858.39'MEAS. (EAST 870'DEED) a S86051'04"W 869.76'MEAS. (WEST 870'DEED) 1%�_C?TEs (1) ELECTRIC SERVICE: ENTERGY ARKANSAS (2) TELEPHONE SERVICE: AT&T INC. (3) GAS SERVICE: CENTER POINT ENERGY (4) SEWER SERVICE: NONE (PRIVATE SEPTIC SYSTEM) (5) WATER SERVICE: CENTRAL ARKANSAS WATER. (6) BUILDING SETBACK LINES SHALL BE 25 FEET UNLESS OTHERWISE SHOWN. (7) 0 5/8" REBAR SET AT ALL LOT CORNERS UNLESS OTHERWISE SHOWN. TYPICAL EASEMENT LAYOUT 25 BUILDING SET -BACK LINE a1 " \0 POWER POLE LIGHT POLE + n SIGN WATER VALVE/METER SANITARY SEWER MAN -HOLE — TELEPHONE PEDESTAL -- ' FIRE HYDRANT — GAS METER — SATELLITE DISH DROP INLET GRATE HANDICAP PARKING BASELINE POINTS CONCRETE CONC. GUY WIRE ANCHOR-G.W.A. POINT OF BEGINNING --P.O.B. ELEVATIO ELEV. PROPERTY SURVEY: PART OF THE NORTHWEST CORNER OF THE NORTHWEST QUARTER OF THE NORTHWEST QU?�,RTER OF SECTION 17, TOWNSHIP 01 SOUTH, RANGE 12 WEST, PULASKI COUNTY, ARKANSAS, BEGINNING AT THE NORTHWEST CORNER OF THE NORTHWEST QUARTER OF THE NORTHWEST QUARTER; THENCE NORTH 86 DEGREES 51 MINUTES 01 SECONDS EAST 858.39 FEET TO A POINT; THENCE SOUTH 04 DEGREES 24 MINUTES 24 SECONDS EAST 149.83 FEET TO A POINT; THENCE SOUTH 86 DEGREES 51 MINUTES 04 SECONDS WEST 869.76 FEET TO A POINT ON THE WEST LINE OF THE SAID NORTHWEST QUARTER OF THE NORTHWEST QUARTER; THENCE NORTH 00 DEGREES 03 MINUTES 48 SECONDS WEST 150.00 FEET ALONG THE SAID WEST LINE TO THE POINT OF BEGINNING, CONTAINING 2.97 ACRES MORE OR LESS. 44. a `113.7 CD`' ;c, MANUFACTURED HOME CERTIFICATE OF FINAL APPROVAL PURSUANT TO THE LITTLE ROCK SUBDIVISION RULES AND REGULATIONS, AND ALL OF THE CONDITIONS OF APPROVAL HAVING BEEN COMPLETED, THIS DOCUMENT IS HEREBY ACCEPTED. THIS CERTIFICATE IS HEREBY EXECUTED UNDER THE AUTHORITY OF SAID RULES AND REGULATIONS. DATE OF EXECUTION LITTLE ROCK PLANNING COMMISSION FOUND 1" PIP CD C o CD co ~ cn o � t7 � d � ran FOUND 112' REBAR CPS 261) F2�C'1EJIV'��- AUG 292011 BY: --� DATE: 07-27-2011 ARKANSAS SURVEYING & CONSULTING SECTION 17 T-1-N R-12-W 1"= 30' ®��z6 Ss�9-EIM IF2®r-LI!]V HILARO SPRINGS ROAD _SCALE: DRAWN BY: MSF W BENTONAft, ARKANSAS 72019V ®r��t�. �so�) �9Ls-4soo® ---- F'�lN•TAL, � — F SAT CHECKED BY: MSF U SHERIDAN AR OFFICE 383-0399 19 W E-MAIL:survey_mata_jrahotmail.comw 500-01S-12W-0-17-440-60-1467 FILE NAME: SECTION 17 I ���"'C�ii�R�sl!'�1���tlw">E�►.��►�lrf� i�i 71��t��C�t�£[l :zu: